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Frontiers of Structural and Civil Engineering

ISSN 2095-2430

ISSN 2095-2449(Online)

CN 10-1023/X

邮发代号 80-968

2019 Impact Factor: 1.68

Frontiers of Structural and Civil Engineering  2023, Vol. 17 Issue (1): 78-98   https://doi.org/10.1007/s11709-022-0936-8
  本期目录
Simulation of steel beam under ceiling jet based on a wind–fire–structure coupling model
Jinggang ZHOU1, Xuanyi ZHOU1(), Beihua CONG2, Wei WANG1, Ming GU1
1. State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China
2. Shanghai Institute of Disaster Prevention and Relief, Tongji University, Shanghai 200092, China
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Abstract

For localized fires, it is necessary to consider the thermal and mechanical responses of building elements subject to uneven heating under the influence of wind. In this paper, the thermomechanical phenomena experienced by a ceiling jet and I-beam in a structural fire were simulated. Instead of applying the concept of adiabatic surface temperature (AST) to achieve fluid–structure coupling, this paper proposes a new computational fluid dynamics–finite element method numerical simulation that combines wind, fire, thermal, and structural analyses. First, to analyze the velocity and temperature distributions, the results of the numerical model and experiment were compared in windless conditions, showing good agreement. Vortices were found in the local area formed by the upper and lower flanges of the I-beam and the web, generating a local high-temperature zone and enhancing the heat transfer of convection. In an incoming-flow scenario, the flame was blown askew significantly; the wall temperature was bimodally distributed in the axial direction. The first temperature peak was mainly caused by radiative heat transfer, while the second resulted from convective heat transfer. In terms of mechanical response, the yield strength degradation in the highest-temperature region in windless conditions was found to be significant, thus explaining the stress distribution of steel beams in the fire field. The mechanical response of the overall elements considering the incoming flows was essentially elastic.

Key wordsCFD–FEM coupling    steel beam    wind    ceiling jet    numerical heat transfer
收稿日期: 2022-08-09      出版日期: 2023-03-02
Corresponding Author(s): Xuanyi ZHOU   
作者简介:

Qingyong Zheng and Ya Gao contributed equally to this work.

 引用本文:   
. [J]. Frontiers of Structural and Civil Engineering, 2023, 17(1): 78-98.
Jinggang ZHOU, Xuanyi ZHOU, Beihua CONG, Wei WANG, Ming GU. Simulation of steel beam under ceiling jet based on a wind–fire–structure coupling model. Front. Struct. Civ. Eng., 2023, 17(1): 78-98.
 链接本文:  
https://academic.hep.com.cn/fsce/CN/10.1007/s11709-022-0936-8
https://academic.hep.com.cn/fsce/CN/Y2023/V17/I1/78
Fig.1  
Fig.2  
domainname of equationdescription
gas phasemass-conservation equation?ρ?t+??(ρV)=0
momentum-conservation equation??t(ρvi)+??xj(ρvivj)=??P?xi+??xj[(μ+μt)(?vi?xj+?vj?xi)]+ρgi
energy-conservation equation??t(ρH)+??(ρVH)=??(λeffcp?H)+Sh
species-transport equation??t(ρf)+??(ρVf)=??(ρDeff?f)
turbulence/chemistry interactionφiˉ=01p(f)φi(f,H)df
radiation-transport equation(Ω??)I(r,Ω)=?(α+σs)I(r,Ω)+ασTg4π+σs4πΩ=4πI(r,Ω)Φ(Ω,Ω)dΩ
soot-generation equation??t(ρYsoot)+??(ρVYsoot)=??(μtσsoot?Ysoot)+Rsoot,form?Rsoot,comb
fluid–solid boundaryradiative and convective heat-transferqnet=qrad+qconv=ε(qinc?σTs4)+hc(Tg?Ts)
solid phaseheat-conduction equationρcp?Ts?t=λs?2T+qnet
virtual work principleVσijδεijdV?(VFiˉδujdV+SpTiˉδuidSp)=0
material constitutive equationσij=EεsT=E(εij?εij0)
Tab.1  
Fig.3  
Fig.4  
itemmodel or status
solverpressure-based, implicit, transient
turbulence modelRNG k?ε model
radiative heat transferDO model
combustionchemical-equilibrium non-premixed combustion
soot formationone-step Khan and Greeves model
Tab.2  
itemboundary typeboundary condition setting/ simulation setting/material property
steel-beamtwo-sided wallemissivity: 0.9shear condition: no-slip
inletvelocity inletvelocity magnitude: 0, 0.5, 1.0, and 1.5 m/sturbulent intensity: 5%mean mixture fraction: 0
fuel inletmass-flow inletmass flow rate: 0.00189 kg/sturbulent intensity: 5%mean mixture fraction: 1
ground ceilingwallthermal condition: adiabatic wallshear condition: no-slip
outletoutflow
sidesymmetry
velocity–pressure couplingPISO
discretization scheme for momentum, turbulence, and energy equationsecond-order upwind scheme
time-step size0.1 s
flow time1800 s
mixture material (propane–air)non-compressible ideal gas
absorption coefficient of flame gasWSGGM method
thermal properties for steelfollowing Eurocode 3 [65]
Tab.3  
Fig.5  
Fig.6  
Fig.7  
Fig.8  
Fig.9  
Fig.10  
Fig.11  
Fig.12  
Fig.13  
Fig.14  
Fig.15  
Fig.16  
Fig.17  
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